If h is the loss due to friction in a pipe. Total losses in strainer and bends may be taken as___.

Civil Engineering : Water Resources Engineering - Quiz(MCQ)

0.01 h

0.20 h

0.25 h

0.3 h

Correct Answer : 0.25 h

Recently Updated in Water Resources Engineering Questions

The theory of infiltration capacity was given by____.

Robert E. Horten

W.W. Horner

Merrill Bernard

Le-Roy K. Shermen

Correct Answer : Option (A) : Robert E. Horten

Ryve's formula for flood estimate in cumecs, is______.

Q = CA^1/4

Q = CA^3/4

Q = CA^1/2

Q = CA^2/3

Correct Answer : Option (D) : Q = CA^2/3

Levees and flood walls,_____.

are means of controlling floods

are designed with adequate dimensions

are never provided free-boards

are designed to carry unbalanced water load

Correct Answer : Option (C) : are never provided free-boards